Door_and_Window_Big_Bend_Specs.pdf

SPECIFICATIONS

(Purchase Order)

Solicitation Number W9128F19Q0110

Exterior Door and Window Replacement Administration and Outside Maintenance/Technical Support Buildings Big Bend Dam Project, SD

August 2019

US Army Corps of Engineers Omaha District

This page was intentionally left blank for duplex printing.

PROJECT TABLE OF CONTENTS

Exterior Door and Window Replacement Administration and Outside Maintenance/Technical Support Buildings

Big Bend Dam Project, SD

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

STATEMENT OF WORK

00 73 00 SUPPLEMENTARY CONDITIONS (SPECIAL CONTRACT

REQUIREMENTS)FOR PURCHASE ORDERS

DIVISION 01 - GENERAL REQUIREMENTS

01 33 00 SUBMITTAL PROCEDURES

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 51 13 ALUMINUM WINDOWS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

-- End of Project Table of Contents --

SOW Page 1

Statement of Work Remove and Install New Windows/Doors

Big Bend Administration & Maintenance Buildings

1. General: Contractor is to remove existing windows/doors, framing, and trim and furnish and install new windows/doors, framing, and trim at the Big Bend Project Office located in Fort Thompson, SD. All work shall conform to the specifications of this document.

2. Demolition: Contractor shall remove old windows/doors, frames and hardware and dispose of properly. Windows/doors shall be stripped of all wood or aluminum framing down to the concrete rough opening. Only one window/door will be worked on at a time and must be secured by the end of business hours. Existing windows/doors and building materials shall become the property of the contractor and shall be disposed of properly.

3. Installation: Contractor shall install newly furnished windows/doors according to manufacturer’s recommendations and instructions. New aluminum framing shall be fastened to the concrete rough opening using concrete fasteners. Care shall be taken to not damage interior or exterior walls of the buildings. Any damage shall be repaired to the original condition at the expense of the contractor. Windows/doors shall be properly trimmed on the interior with an approved aluminum trim to appear finished.

4. Materials: Windows shall be an approved equal to the Desco I85 series windows.

Windows shall be replaced with a fixed or project-out, double pane window, as directed in the drawings. Some windows will require a wire mesh between the panes, as well as an interior insect screen. Additional specifications in this document outline the window/door hardware requirements. Field dimensions at each location shall be verified before submittal of window/door systems.

5. Minimum Glazing Requirements (UFC 4-010-01): For glazing in exterior building elements such as storefronts, doors, windows, curtain walls, clerestories, and skylights provide no less than 1/4 in. (6 mm) nominal polycarbonate or laminated glass. The 1/4

in. (6 mm) laminated glass consists of two nominal 1/8 in. (3 mm) glass panes bonded together with a minimum of a 0.030 in. (0.75 mm) interlayer of a material designed for blast resistance. For insulated glass units (IGU), use the polycarbonate or laminated glass for the innermost pane as a minimum. For laminated glass, provide a glazing frame bite

SOW Page 2 in accordance with ASTM F 2248. For polycarbonate, provide a glazing frame bite of no less than 1.5 times the polycarbonate thickness.

Monolithic glass or monolithic acrylic used as a single pane or as the inner pane of a multi-pane system is not allowed for the purposes of complying with this standard.

Spandrel glass when backed by a structural wall or spandrel beam, translucent fiberglass panels, other lightweight translucent plastics, and glass unit masonry are not required to comply with this standard. Spandrel glass that is open to occupied space must be designed in accordance with this standard.

Salient Features of the Desco I85:

I 85 Series

1. General:

a. Frame Depth: 3-3/8 inches.

b. Typical Material Thickness: .094 inch.

c. Frame Construction:

1) Frame corners mitered, crimped and epoxy welded. Mullions mortise and tenon.

2) Corners weather sealed with sealant.

3) Units are re-glazable from the interior with re-useable snap in stops.

d. Sash Construction:

1) Sash corners mitered, crimped and epoxy welded.

2) Corners weather sealed with sealant.

3) Dual weather strip with closed cell foam.

4) Units are re-glazable from the interior with re-useable snap in stops.

e. Thermal Barrier: Thermal break provided by a continuously extruded, multi-directional 25 percent glass fiber reinforced 6/6 polyamide nylon (Strip).

Aluminum window framing members separated with a locking mechanical connection to the Thermal Strip(s) by properly knurling the aluminum cavity and crimping the strip(s) into place to create a composite thermal barrier assembly.

Structural performance values of the Thermal Barrier assembly to meet specific product/project design criteria or at a minimum certified testing criteria and procedures as described by the AAMA TIR-A8 performance standards. Other thermal barrier assemblies such as rolled-in PVC, single, or bi directional glass fiber-reinforced polyamides, or pour-and-debridged polyurethane systems will not be accepted.

f. Glazing Thickness: 1 inch and 1-3/4 inches (25mm and 44 mm)

SOW Page 3

g. Weatherstrip: Closed cell Santoprene foam encapsulated by a seamless Santoprene elastomeric skin.

Project-Out:

a. Specs:

1) AAMA Designation: P-HC100; P-AW100

2) ASTM F 588 (Forced Entry) Grade 10

3) U-Value 0.29

4) Water Resistance: 15 PSF

b. Size Limitations:

1) With roto operators - Minimum Size 24 inches wide by 18 inches high.

Maximum Size 60 inches wide by 36 inches high.

c. Hardware:

1) Roto operators.

2) Wire mesh between panes as specified.

3) Removable insect screens installed on interior.

Fixed:

a. Specs:

1) AAMA Designation: F-HC100; F-AW100

2) ASTM F 588 (Forced Entry) Grade 10

3) U-Value 0.29

4) Water Resistance: 15 PSF

b. Size Limitations:

1) Minimum Size 14 inches wide by 14 inches tall. (Maximum Size – Contact DeSCO Architectural, Inc.)

c. Hardware:

1) Wire mesh between panes where specified.

2) Integral blinds where specified.

Window and Door Replacement, Big Bend Dam, SD BB400

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 73 00

SUPPLEMENTARY CONDITIONS (SPECIAL CONTRACT REQUIREMENTS)FOR PURCHASE ORDERS

2/19

PART 1 GENERAL

1.1 SCOPE

1.2 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK.

1.3 CONTRACT DRAWING AND SPECIFICATIONS

1.4 SUBMITTALS

1.5 CONTRACTOR QUALITY CONTROL (CQC).

1.5.1 Responsibility of the Contractor

1.6 GUARANTEE

1.7 ACCIDENT PREVENTION

1.8 PROTECTION OF EXISTING FACILITIES AND WORKS

1.9 CONTRACT DRAWINGS AND SPECIFICATIONS

1.9.1 NOTIFICATION OF DISCREPANCIES

1.9.2 OMISSIONS

1.10 PAYMENT

1.10.1 PROMPT PAYMENT ACT

1.10.2 PAYMENTS FOR MODIFICATIONS

1.11 AVAILABILITY OF UTILITY SERVICES

1.12 PROFIT

1.13 AS-BUILT DRAWINGS

1.14 PORTABLE TOILETS

1.15 FEDERAL HOLIDAYS AND WORKING HOURS

1.16 ANTITERRORISM (AT)/OPERATIONS SECURITY (OPSEC) PROVISIONS

PART 2 NOT USED

PART 3 NOT USED

-- End of Section Table of Contents --

DOCUMENT 00 73 00 Page 1

SECTION 00 73 00

SUPPLEMENTARY CONDITIONS (SPECIAL CONTRACT REQUIREMENTS)FOR PURCHASE ORDERS

2/19

PART 1 GENERAL

1.1 SCOPE

See Statement of Work Section.

1.2 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK.

The Contractor shall commence work under this contract within ten (10) calendar days after the date of receipt by him of Notice to Proceed, prosecute said work diligently, and complete the entire work except seeding ready for use not later than 60 calendar days after receipt of Notice to Proceed. The time stated for completion shall include final cleanup of the premises. (FAR 52.211-10)

1.3 CONTRACT DRAWING AND SPECIFICATIONS

The Contractor shall be responsible for making his own copies of specifications, drawings and any amendments, as needed for the duration of the project, from the electronic files provided.

1.4 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

AT Level I Training Sign In Sheets;

Sign In Sheets for all employee training required for AT Level I Training, see paragraphs 1.4, subparagraph 1

Security Personnel List; G-PO

Security Personnel list as described in Access and General Protection/Security Policy and Procedures paragraph 1.4, subparagraph 2.1.

iWATCH and/or CorpsWatch Training Sign In Sheets;

Sign In Sheets for all employee training required for iWATCH and/or CorpsWatch Training, see paragraphs 1.4, subparagraph 4

OPSEC Training Sign In Sheets;

Sign In Sheets for all employee training required for OPSEC Training, see paragraphs 1.4, subparagraph 7

DOCUMENT 00 73 00 Page 2

See Section: 01 33 00 SUBMITTAL PROCEDURES

1.5 CONTRACTOR QUALITY CONTROL (CQC).

1.5.1 Responsibility of the Contractor

Except for isolated tests or other items of work specified to be performed by the Government, the quality of all work shall be the responsibility of the Contractor. Sufficient inspections and tests of all items of work, including that of subcontractors, to ensure conformance to applicable specifications and drawings with respect to the quality of materials, workmanship, construction, finish, functional performance, and identification shall be performed on a continuing basis.

1.6 GUARANTEE

The equipment and supplies to be furnished under this contract shall be guaranteed for a period of one (1) year from the date of acceptance thereof, either for beneficial use or final acceptance, whichever is earlier, against defective materials, design, and workmanship. Upon receipt of notice from the Government of failure of any of the guaranteed equipment during the guarantee period, new replacement parts shall be furnished and installed promptly by the Contractor at no additional cost to the Government. The Contractor shall also obtain and deliver to the Contracting Officer any warranties of equipment or supplies which the subcontractors, manufacturers, or suppliers would give normal commercial practice.

1.7 ACCIDENT PREVENTION

In accordance with EM 385-1-1, Safety and Health Requirements Manual, the Contractor shall provide for protecting of the lives and health of employees and other persons; preventing of damage to property; and avoiding work interruptions.

1.8 PROTECTION OF EXISTING FACILITIES AND WORKS

The Contractor shall be responsible for the protection of work area from damage and upon completion of the work shall leave existing works in a condition equal to that which existed when the work started.

1.9 CONTRACT DRAWINGS AND SPECIFICATIONS

1.9.1 NOTIFICATION OF DISCREPANCIES

The Contractor shall check all drawings furnished him immediately upon their receipt and shall promptly notify the Contracting Officer of any discrepancies. Dimensions marked on drawings shall be followed in lieu of scale measurements. Enlarged plans and details shall govern where the same work is shown at smaller scales. The Contractor shall compare all drawings and verify the figures before laying out the work and will be responsible for any errors which might have been avoided thereby.

1.9.2 OMISSIONS

Omissions from the drawings or specifications or the misdescription of details of work which are manifestly necessary to carry out the intent of the drawings and specifications, or which are customarily performed, shall

DOCUMENT 00 73 00 Page 3 not relieve the Contractor from performing such omitted or misdescribed details of the work but they shall be performed as if fully and correctly set forth and described in the drawings and specifications.

1.10 PAYMENT

1.10.1 PROMPT PAYMENT ACT

Pay requests authorized in CONTRACT CLAUSES clause: "Payments Under Fixed Price Construction Contracts", will be paid pursuant to the clause, "Prompt Payment for Construction Contracts". Pay requests will be submitted on ENG Form 93 and 93a, "Payment Estimate Contract Performance" and "Continuation". All information and substantiation required by the identified contract clauses will be submitted with the ENG Form 93, and the required certification will be included on the last page of the ENG Form 93a, signed by an authorized contractor official and dated when signed.

The designated billing office is the Office of the Area Engineer.

1.10.2 PAYMENTS FOR MODIFICATIONS

Payments may be made for cost bearing change orders within the scope of the contract only to the extent funds are authorized in the order on a two part modification. Contractor pricing proposed must be submitted at the earliest possible time after the change order is issued, or at a specific time as directed by the Contracting Officer. At the discretion of the Contracting Officer, any and all payments may be withheld on the modification until the Contractor has submitted a qualifying price proposal, in as much detail as required by the Contracting Officer, and the final price has been agreed.

1.11 AVAILABILITY OF UTILITY SERVICES

All reasonably required amounts of domestic water and electricity will be made available to the Contractor by the Government from existing system outlets and supplies.

1.12 PROFIT

a. Weighted guidelines method of determining profit shall be used on any equitable adjustment change order or modification issued under this contract. The profit factors shall be as follows:

Factor Rate Weight Value Degree of Risk 20 See Item Relative difficulty of work 15 b. below Size of Job 15 Period of performance 15 Contractor's investment 5 Assistance by Government 5 Subcontracting 25

b. Based on the circumstances of each procurement action, each of the above factors shall be weighted from .03 to .12 as indicated below. The value shall be obtained by multiplying the rate by the weight. The value column when totaled indicates the fair and reasonable profit percentage under the circumstances of the particular procurement.

DOCUMENT 00 73 00 Page 4

(1) Degree of Risk. Where the work involves no risk or the degree of risk is very small, the weighting should be .03; as the degree of risk increases, the weighting should be increased up to a maximum of .12. Lump sum items will have, generally, a higher weighted value than the unit price items for which quantities are provided. Other things to consider: the portion of the work to be done by subcontractors, nature of work, where work is to be performed, reasonableness of negotiated costs, amount of labor included in costs, and whether the negotiation is before or after performance of work.

(2) Relative Difficulty of Work. If the work is most difficult and complex, the weighting should be .12 and should be proportionately reduced to .03 on the simplest of jobs. This factor is tied in to some extent with the degree of risk. Some things to consider: the nature of the work, by whom it is to be done, where, and what is the time schedule.

(3) Size of Job. All work not in excess of $100,000 shall be weighted at .12. Work estimated between $100,000 and $5,000,000 shall be proportionately weighted from .12 to .05.

(4) Periods of Performance. Jobs in excess of 24 months are to be weighted at .12. Jobs of lesser duration are to be proportionately weighted to a minimum of .03 for jobs not to exceed 30 days. No weight where additional time not required.

(5) Contractor's Investment. To be weighted from .03 to .12 on the basis of below average, average, and above average. Things to consider: amount of subcontracting, mobilization payment item, Government furnished property, equipment and facilities, and expediting assistance.

(6) Assistance by Government. To be weighted from .12 to .03 on the basis of average to above average. Things to consider: use of Government-owned property, equipment and facilities, and expediting assistance.

(7) Subcontracting. To be weighted inversely proportional to the amount of subcontracting. Where 80 percent or more of the work is to be subcontracted, the weighting is to be .03 and such weighting proportionately increased to .12 where all the work is performed by the Contractor's own forces.

1.13 AS-BUILT DRAWINGS

The Contractor shall provide a marked-up half size drawing to show actual work performed to include necessary sketches, modification drawings, shop drawings and notes. Red ink is to be used for additions and deviations from the contract. Green ink is to be used to indicate work deleted from the contract. The drawings shall be maintained by the contractor as the work progresses and available for review by the government representatives. The as-built drawings shall be submitted for approval at the completion of the project. The completed set shall be available at time of final inspection.

1.14 PORTABLE TOILETS

Toilet facilities will not be available for Contractor's use. The Contractor shall provide and maintain portable toilets for use by the Contractor's staff . Toilet(s) shall be placed at the location directed by

DOCUMENT 00 73 00 Page 5 the Contracting Officer. To prevent overturning by high winds, all portable toilets shall be anchored down.

1.15 FEDERAL HOLIDAYS AND WORKING HOURS

Work hours: The Contractor can work Monday through Friday 0700 to 1700.

Working outside these work hours will need written permission from the COR.

The Contractor will not be allowed to work on Federal holidays or observance days.

The following Federal legal holidays are observed by this installation:

New Year's Day 1 January Martin Luther King's Birthday Third Monday in January President's Day Third Monday in February Memorial Day Last Monday in May Independence Day 4 July Labor Day First Monday in September Columbus Day Second Monday in October Veterans Day 11 November Thanksgiving Day Fourth Thursday in November Christmas Day 25 December

If a wage determination applies the number of holidays specified on it, it has priority over this requirement.

1.16 ANTITERRORISM (AT)/OPERATIONS SECURITY (OPSEC) PROVISIONS

1. AT Level I Training

All Contractor employees, to include subcontractor employees, requiring access to Army installations, facilities and controlled access areas shall complete AT Level I awareness training within 30 calendar days prior to mobilization. The Contractor shall submit certificates of completion and memo listing names of each affected Contractor employee and subcontractor employee who took the training on the date listed on the submitted certificate, to the COR or to the contracting officer, if a COR is not assigned, within 5 calendar days after completion of training by all employees and subcontractor personnel (submittal: AT Level I Training Sign In Sheets). Any following trainings documented via memo shall require at least one formal certificate matching the dates listed on the memo. AT Level I awareness training is available at the following website:

https://jko.jten.mil/courses/atl1/launch.html.

2. Access and General Protection/Security Policy and Procedures

All Contractor and all associated sub-contractors employees shall comply with applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative). The Contractor shall also provide all information required for background checks to meet installation access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any individual facility or installation change, the Government may require changes in Contractor security matters or processes.

DOCUMENT 00 73 00 Page 6

2.1 Submit a complete, updated and signed, list of all Contractor and subcontractor personnel, including their titles and intended working hours, who will be working on site prior to start of work. This listing shall be revised and resubmitted when personnel changes occur. (SUBMITTAL FIO)

2.2 Personnel Risk Assessment

A minimum of seven days prior to engaging in work submit, to the CO or Project POC, a Personnel Risk Assessment (PRA) for each employee requiring authorized unescorted access to the Jobsite. The Contractor employee will only be allowed authorized unescorted physical access after the PRA is shown to and approved by the Government.

2.3 Authorized Unescorted Access Requirements

Perform a PRA on all Contractor personnel that require authorized unescorted access to the Jobsite. Costs associated with the execution of the PRA shall be at the expense of the Contractor. The content of the PRA is defined by the requirements as follows:

a. Criminal Check - Obtain a criminal background check, completed within the last seven years, on all Contractor personnel that require authorized unescorted access to the Jobsite. A minimum of a 7-year criminal background check with the state patrol office shall be performed from all states of residence and employment, for the past seven years. The Project Security Officer through the Contacting Officer will approve, disapprove, or revoke authorized unescorted access to the Jobsite as a result of the seven-year background check.

b. Identity Verification - Contractor employees shall provide positive verification of individual identity prior to authorized unescorted access to the Jobsite. Acceptable forms of identity verification are documents issued by a federal Government agency that include: the individual's photograph, name, and date of birth, such as a passport or military identification (ID) card. Additionally, a state issued driver's license or ID card is acceptable for identity verification.

c. The Criminal Check and Identity Verification shall be updated at least every seven years for each employee requiring authorized unescorted access to the Jobsite.

d. Escort Requirements - Contractor personnel not cleared for authorized access to the Jobsite may be escorted by Government or Contractor personnel that have authorized unescorted access to the Jobsite. All costs related to the escorting of non-cleared personnel shall be at the expense of the Contractor. Additional burden shall not be placed upon the Government to provide these escorts. Prior to access, coordination with the Project Security Officer is required, including but not limited to:

(1) Verification of identity with photo identification

(2) Name of escorting individual and verification of unescorted status

(3) Time of entry into the Jobsite

(4) Time exiting the Jobsite.

3. Not Used

4. iWATCH and/or CorpsWatch Training

DOCUMENT 00 73 00 Page 7

The Contractor and all associated subcontractors shall brief all employees on the local iWATCH, Corps Watch, or See Something, Say Something program (training standards provided by the requiring activity ATO). This locally developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the COR. This training shall be completed within 10 days prior to mobilization and within 30 calendar days of new employees commencing performance with the results reported to the COR. (submittal: iWATCH and/or CorpsWatch Training Sign In Sheets).

http://www.myarmyonesource.com/cmsresources/Army%20OneSource/Media/Videos/ Family%20Programs%20and%20Services/iWatch_Program/iWATCH%2060_4streaming.wmv

5. and 6 NOT USED.

7. OPSEC Training

All new Contractor employees will complete Level I OPSEC training within 30 calendar days prior to mobilization. Additionally, all Contractor employees must complete annual OPSEC awareness training. (submittal: OPSEC Training Sign In Sheets) https://securityawareness.usalearning.gov/opsec/

8. thru 14 NOT USED

15. Pre-Screen Candidates using E-Verify Program

The Contractor must pre-screen Candidates using the E-verify Program (http://www.dhs.gov/E-Verify) website to meet the established employment eligibility requirements. The Vendor must ensure that the Candidate has two valid forms of Government issued identification prior to ensure the correct information is entered into the E-verify system. An initial list of verified/eligible Candidates must be provided to the COR no later than 3 business days after the initial contract award.

16. & 17 Not Used

PART 2 NOT USED

PART 3 NOT USED

-- End of Section --

DOCUMENT 00 73 00 Page 8

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

08/18, OMH 02/2019

general procedures regarding submittals, data normally submitted for review to establish conformance with the design concept and contract documents

PART 1 GENERAL

1.1 SUMMARY

1.1.1 Submittal Information

1.2 SUBMITTALS

1.2.1 Action Codes

1.2.1.1 Contractor Action Codes

1.2.1.2 Government Reviewer Designations

1.3 SUBMITTAL CLASSIFICATION

1.3.1 Government Approved (G)

1.3.2 For Information Only

1.4 PREPARATION

1.4.1 Transmittal Form

1.4.2 Source Drawings for Shop Drawings

1.4.2.1 Source Drawings

1.4.2.2 Terms and Conditions

1.4.3 Electronic File Format

1.5 QUANTITY OF SUBMITTALS

1.5.1 Number of SD-04 Samples

1.6 INFORMATION ONLY SUBMITTALS

1.7 PROJECT SUBMITTAL REGISTER

1.7.1 Submittal Management

1.7.2 Preconstruction Use of Submittal Register

1.7.3 Contractor Use of Submittal Register

1.7.4 Approving Authority Use of Submittal Register

1.7.5 Action Codes

1.7.6 Delivery of Copies

1.8 VARIATIONS

1.8.1 Considering Variations

1.8.2 Proposing Variations

1.8.3 Warranting that Variations are Compatible

1.8.4 Review Schedule Extension

1.9 SCHEDULING

1.10 GOVERNMENT APPROVING AUTHORITY

1.11 DISAPPROVED SUBMITTALS

1.12 APPROVED SUBMITTALS

1.13 APPROVED SAMPLES

1.14 WITHHOLDING OF PAYMENT

PART 2 PRODUCTS

SECTION 01 33 00 Page 1

PART 3 EXECUTION

ATTACHMENTS:

ENG Form 4025-R

Project Submittal Register

SECTION 01 33 00 Page 2

SECTION 01 33 00

SUBMITTAL PROCEDURES

08/18, OMH 02/2019

PART 1 GENERAL

1.1 SUMMARY

1.1.1 Submittal Information

The Contractor is responsible for total management of their work including, but not limited to, approval, scheduling, control, certification of all submittals and compliance with all applicable Buy-American and Trade Agreement clauses. The submittal management system provided in these specifications is intended to be a complete system for the Contractor to use to control the quality of materials, equipment and workmanship provided by manufacturers, fabricators, suppliers and subcontractors. Review each submittal for contract compliance. Compliance with all applicable Buy American and Trade Agreement Clauses is to be included in this review. The Contractor must provide the country of origin on ENG Form 4025 for each item submitted. The Submittal Register (ENG Form 4288) will be utilized to log and monitor all submittal activities.

The Contracting Officer may request submittals, in addition to those specified, when deemed necessary to adequately describe the work covered in the respective sections. Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements.

Units of weights and measures used on all submittals are to be the same as those used in the contract drawings.

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having any designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with this section.

SD-01 Preconstruction Submittals

Submittal Register; G-PO

SECTION 01 33 00 Page 3

1.2.1 Action Codes

1.2.1.1 Contractor Action Codes

DESIGN BID BUILD SUBMITTALS

Submittal Classifications shown in UFGS Sections

Submittal Classification

Corresponding SpecsIntact

Submittal Register Code which is populated in the SI Submittal Register.

Software

Limitations: (The software shows one character delineation in the

SpecsIntact Submittal Register)

RMS – The following Submittal

Classifications are populated in RMS when the SpecsIntact

Submittal Data File is pulled into RMS)

G Submittal requires Government Approval

G GA

BLANK Submittal is For Information Only

(FIO)

BLANK FIO

1.2.1.2 Government Reviewer Designations

Following the Submittal Classification designation "G", the following reviewer designations may be included:

RO - Resident Office AO - Area Office DO - District Office PO- Project Office

AE - Architect Engineer

Additional information will be provided at the pre-design and/or pre-construction conference.

Corps of Engineers, Omaha District Office for "DO" reviewer designations, submittals will be coordinated through:

Russell Matthews U.S. Army Corps of Engineers Omaha District Attn: CENWO-CDS-T 1616 Capitol Ave Omaha, NE 68102-4901 E-mail: CENWO.ConstructionSubmittal@usace.army.mil

SECTION 01 33 00 Page 4

1.3 SUBMITTAL CLASSIFICATION

1.3.1 Government Approved (G)

Government approval is required for extensions of design, critical materials, variations, equipment whose compatibility with the entire system must be checked, and other items as designated by the Government.

Within the terms of the Contract Clause SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, submittals are considered to be "shop drawings."

1.3.2 For Information Only

Submittals not requiring Government approval will be for information only. Within the terms of the Contract Clause SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, they are not considered to be "shop drawings."

1.4 PREPARATION

1.4.1 Transmittal Form

Use the ENG Form 4025-R transmittal form for submitting both Government-approved and information-only submittals. Submit in accordance with the instructions on the reverse side of the form. These forms will be furnished to the Contractor. Properly complete this form by filling out all the heading blank spaces and identifying each item submitted. If there are multiple Item numbers listed on a particular ENG Form 4025-R submittal, combine all submitted items for review into a single Adobe file with bookmarks (for ease of review). Exercise special care to ensure proper listing of the specification paragraph and sheet number of the contract drawings pertinent to the data submitted for each item.

1.4.2 Source Drawings for Shop Drawings

1.4.2.1 Source Drawings

The entire set of source drawing files (DWG or DGN) will not be provided to the Contractor. Request the specific Drawing Number for the preparation of shop drawings. Only those drawings requested to prepare shop drawings will be provided. These drawings are provided only after award.

1.4.2.2 Terms and Conditions

Data contained on these electronic files must not be used for any purpose other than as a convenience in the preparation of construction data for the referenced project. Any other use or reuse is at the sole risk of the Contractor and without liability or legal exposure to the Government. The Contractor must make no claim, and waives to the fullest extent permitted by law any claim or cause of action of any nature against the Government, its agents, or its subconsultants that may arise out of or in connection with the use of these electronic files. The Contractor must, to the fullest extent permitted by law, indemnify and hold the Government harmless against all damages, liabilities, or costs, including reasonable attorney's fees and defense costs, arising out of or resulting from the use of these electronic files.

These electronic source drawing files are not construction documents.

Differences may exist between the source drawing files and the corresponding construction documents. The Government makes no

SECTION 01 33 00 Page 5 representation regarding the accuracy or completeness of the electronic source drawing files, nor does it make representation to the compatibility of these files with the Contractor hardware or software. The Contractor is responsible for determining if any conflict exists. In the event that a conflict arises between the signed and sealed construction documents prepared by the Government and the furnished source drawing files, the signed and sealed construction documents govern. Use of these source drawing files does not relieve the Contractor of the duty to fully comply with the contract documents, including and without limitation the need to check, confirm and coordinate the work of all contractors for the project.

If the Contractor uses, duplicates or modifies these electronic source drawing files for use in producing construction data related to this contract, remove all previous indication of ownership (seals, logos, signatures, initials and dates).

1.4.3 Electronic File Format

Provide submittals in electronic format, with the exception of material samples required for SD-04 Samples items. Compile the submittal file as a single, complete document, to include the Transmittal Form described within. Name the electronic submittal file specifically according to its contents, and coordinate the file naming convention with the Contracting Officer. Electronic files must be of sufficient quality that all information is legible. Use PDF as the electronic format, unless otherwise specified or directed by the Contracting Officer. All documents must make use of optical character recognition (OCR) routines to make text searchable and selectable, so that the text can be copied. Index and bookmark files exceeding 30 pages to allow efficient navigation of the file. When required, the electronic file must include a valid electronic signature.

E-mail electronic submittal documents smaller than 10MB to an e-mail address as directed by the Contracting Officer, unless directed otherwise by COR. Provide electronic documents over 10 MB on an optical disc or through an electronic file sharing system, such as secure ftp site or Government web application located at the following website:

https://safe.arl.army.mil/. Use of the Government web application must be initiated by the Government, unless Contractor has a Government CAC card.

The Government may allow the AMRDEC SAFE Web Application located at the following website: https://safe.amrdec.army.mil/safe/. Both Government web applications restrict the number of days files are available to download.

1.5 QUANTITY OF SUBMITTALS

Submittals are to be transmitted electronically, unless directed otherwise.

1.5.1 Number of SD-04 Samples

a. Submit two samples, or two sets of samples showing the range of variation, of each required item. One approved sample or set of samples will be retained by the approving authority and one will be returned to the Contractor.

b. Submit one sample panel or provide one sample installation where directed. Include components listed in the technical section or as directed.

c. Submit one sample installation, where directed.

SECTION 01 33 00 Page 6

d. Submit one sample of nonsolid materials.

1.6 INFORMATION ONLY SUBMITTALS

Submittals without an action code must be certified by the QC manager and submitted to the Contracting Officer for information-only. Approval of the Contracting Officer is not required on information only submittals. The Contracting Officer will mark "receipt acknowledged" on submittals for information and will return only the transmittal cover sheet to the Contractor. Normally, submittals for information only will not be returned. However, the Government reserves the right to return unsatisfactory submittals and require the Contractor to resubmit any item found not to comply with the contract. This does not relieve the Contractor from the obligation to furnish material conforming to the plans and specifications; will not prevent the Contracting Officer from requiring removal and replacement of nonconforming material incorporated in the work;

and does not relieve the Contractor of the requirement to furnish samples for testing by the Government laboratory or for check testing by the Government in those instances where the technical specifications so prescribe.

1.7 PROJECT SUBMITTAL REGISTER

A sample Project Submittal Register showing submittals required by the specifications is attached to this section as "Project Submittal Register."

1.7.1 Submittal Management

Prepare and maintain a submittal register, as the work progresses. Do not change data that is output in columns (c), (d), (e), and (f) as delivered by Government; retain data that is output in columns (a), (g), (h), and (i) as approved. As an attachment, provide a submittal register showing items of equipment and materials for which submittals are required by the specifications. This list may not be all-inclusive and additional submittals may be required.

Column (c): Lists specification section in which submittal is required.

Column (d): Lists each submittal description (SD Number. and type, e.g., SD-02 Shop Drawings) required in each specification section.

Column (e): Lists one principal paragraph in each specification section where a material or product is specified. This listing is only to facilitate locating submitted requirements. Do not consider entries in column (e) as limiting the project requirements.

Thereafter, the Contractor is to track all submittals by maintaining a complete list, including completion of all data columns and all dates on which submittals are received by and returned by the Government.

1.7.2 Preconstruction Use of Submittal Register

Submit the submittal register as an electronic database, using the submittal management program furnished to Contractor, unless directed otherwise by COR. Include the QC plan and the project schedule. Verify

SECTION 01 33 00 Page 7 that all submittals required for the project are listed and add missing submittals. Coordinate and complete the following fields on the register database submitted with the QC plan and the project schedule:

Column (a) Activity Number: Activity number from the project schedule.

Column (g) Contractor Submit Date: Scheduled date for the approving authority to receive submittals.

Column (h) Contractor Approval Date: Date that Contractor needs approval of submittal.

Column (i) Contractor Material: Date that Contractor needs material delivered to Contractor control.

1.7.3 Contractor Use of Submittal Register

Update the following fields in the Government-furnished submittal register program or equivalent fields in the program used by the Contractor with each submittal throughout the contract.

Column (b) Transmittal Number: List of consecutive, Contractor-assigned numbers.

Column (j) Action Code (k): Date of action used to record Contractor's review when forwarding submittals to QC.

Column (l) Date submittal transmitted.

Column (q) Date approval was received.

1.7.4 Approving Authority Use of Submittal Register

Update the following fields:

Column (b) Transmittal Number: List of consecutive, Contractor-assigned numbers.

Column (l) Date submittal was received.

Column (m) through (p) Dates of review actions.

Column (q) Date of return to Contractor.

1.7.5 Action Codes

See paragraph Action Codes above.

1.7.6 Delivery of Copies

Submit an updated electronic copy of the submittal register to the Contracting Officer with each invoice request, unless a paper copy is requested by the Contracting Officer. Provide an updated Submittal Register monthly regardless of whether an invoice is submitted.

1.8 VARIATIONS

Variations from contract requirements require Contracting Officer approval

SECTION 01 33 00 Page 8 pursuant to contract Clause FAR 52.236-21 Specifications and Drawings for Construction, and will be considered where advantageous to the Government.

1.8.1 Considering Variations

Discussion of variations with the Contracting Officer before submission will help ensure that functional and quality requirements are met and minimize rejections and resubmittals. When contemplating a variation that results in lower cost, consider submission of the variation as a Value Engineering Change Proposal (VECP).

Specifically point out variations from contract requirements in transmittal letters. Failure to point out variations may cause the Government to require rejection and removal of such work at no additional cost to the Government.

1.8.2 Proposing Variations

When proposing variations, deliver a written request to the Contracting Officer, with documentation of the nature and features of the variation and why the variation is desirable and beneficial to Government. Include the DOR's written analysis and approval. If lower cost is a benefit, also include an estimate of the cost savings. In addition to documentation required for variation, include the submittals required for the item.

Clearly mark the proposed variation in all documentation.

Check the column "variation" of ENG Form 4025 for submittals that include variations proposed by the Contractor. Set forth in writing the reason for any variations and note such variations on the submittal. The Government reserves the right to rescind inadvertent approval of submittals containing unnoted variations.

1.8.3 Warranting that Variations are Compatible

When delivering a variation for approval, the Contractor warrants that this contract has been reviewed to establish that the variation, if incorporated, will be compatible with other elements of work.

1.8.4 Review Schedule Extension

In addition to the normal submittal review period, a period of 14 calendar days will be allowed for the Government to consider submittals with variations.

1.9 SCHEDULING

Schedule and submit concurrently product data and shop drawings covering component items forming a system or items that are interrelated. Submit pertinent certifications at the same time. No delay damages or time extensions will be allowed for time lost in late submittals.

Contracting Officer review will be completed within 20 calendar days after the date of submission.

The Government review period for each construction submittal does not begin until the submittal is delivered via RMS CM. Contract compliance for all submittals are the Contractor's responsibility. Government acceptance or

SECTION 01 33 00 Page 9 receipt acknowledged does not remove this responsibility for contract compliance on any construction submittal.

1.10 GOVERNMENT APPROVING AUTHORITY

Upon completion of review of submittals requiring Government approval, stamp and date submittals. An electronic copy of the submittal will be retained by the Contracting Officer and an electronic copy of the submittal will be returned to the Contractor. The Government may process submittals in the RMS CM System.

1.11 DISAPPROVED SUBMITTALS

Make corrections required by the Contracting Officer. If the Contractor considers any correction or notation on the returned submittals to constitute a change to the contract drawings or specifications, give notice to the Contracting Officer as required under the FAR clause titled CHANGES. The Contractor is responsible for the dimensions and design of connection details and the construction of work. Failure to point out variations may cause the Government to require rejection and removal of such work at the Contractor's expense.

If changes are necessary to submittals, make such revisions and resubmit in accordance with the procedures above. No item of work requiring a submittal change is to be accomplished until the changed submittals are approved.

1.12 APPROVED SUBMITTALS

The Contracting Officer's approval of submittals is not to be construed as a complete check, and indicates only that the general method of construction, materials, detailing, and other information are satisfactory.

Approval or acceptance by the Government for a submittal does not relieve the Contractor of the responsibility for meeting the contract requirements or for any error that may exist, because under the Quality Control (QC) requirements of this contract, the Contractor is responsible for ensuring information contained with in each submittal accurately conforms with the requirements of the contract documents.

After submittals have been approved or accepted by the Contracting Officer, no resubmittal for the purpose of substituting materials or equipment will be considered unless accompanied by an explanation of why a substitution is necessary.

1.13 APPROVED SAMPLES

Approval of a sample is only for the characteristics or use named in such approval and is not be construed to change or modify any contract requirements. Before submitting samples, provide assurance that the materials or equipment will be available in quantities required in the project. No change or substitution will be permitted after a sample has been approved.

Match the approved samples for materials and equipment incorporated in the work. If requested, approved samples, including those that may be damaged in testing, will be returned to the Contractor, at its expense, upon

SECTION 01 33 00 Page 10 completion of the contract. Unapproved samples will also be returned to the Contractor at its expense, if so requested.

Failure of any materials to pass the specified tests will be sufficient cause for refusal to consider, under this contract, any further samples of the same brand or make as that material. The Government reserves the right to disapprove any material or equipment that has previously proved unsatisfactory in service.

Samples of various materials or equipment delivered on the site or in place may be taken by the Contracting Officer for testing. Samples failing to meet contract requirements will automatically void previous approvals.

Replace such materials or equipment to meet contract requirements.

1.14 WITHHOLDING OF PAYMENT

Payment for materials incorporated in the work will not be made if required approvals have not been obtained.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 33 00 Page 11

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 4 PAGES

Window and Door Replacement, Big Bend Dam, SD

00 73 00 SD-01 Preconstruction Submittals 1.16AT Level I Training Sign In

Sheets G POSecurity Personnel List

1.16iWATCH and/or CorpsWatch Training Sign In Sheets

1.16OPSEC Training Sign In Sheets 01 33 00 SD-01 Preconstruction Submittals

1.7 G POSubmittal Register

07 92 00 SD-03 Product Data

2.2 G POSealants

2.3 G POPrimers

2.4 G POBond Breakers

2.5 G POBackstops

3.1 G POField Adhesion

SD-07 Certificates

1.4.1 G POIndoor Air Quality

SD-11 Closeout Submittals

2.2.1 G POIndoor Air Quality For Interior

Sealants

2.2.3 G POIndoor Air Quality For Interior

Floor Joint Sealants

2.2.4 G POIndoor Air Quality For Interior

Acoustical Sealants 2.6Indoor Air Quality For Interior

Caulking

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 2 OF 4 PAGES

08 11 13 SD-02 Shop Drawings

2.1 G PODoors

2.1 G PODoors

2.5 G POFrames

2.5 G POFrames

2.3Accessories 2.7Weatherstripping

SD-03 Product Data

2.1 G PODoors

2.5 G POFrames

2.3Accessories 2.7Weatherstripping

SD-04 Samples 2.9.3Factory-applied enamel finish

GPO

08 51 13 SD-02 Shop Drawings

2.1 G POWindows

1.9Fabrication Drawings

SD-03 Product Data

2.1 G POWindows

2.2.8.1 G POHardware

2.2.3 G POFasteners

1.10 G POWindow Performance

2.4 G POThermal-Barrier Windows

2.5 G POMullions

2.2.10 G POScreens

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08 51 13 2.2.2 G POWeatherstripping

2.2.8 G POAccessories

2.2.4Adhesives

1.10.4 G POThermal Performance

SD-04 Samples 1.4.2.1Finish Sample

SD-05 Design Data

2.1 G POStructural Calculations for

Deflection

1.4.3 G PODesign Analysis

SD-06 Test Reports 1.4.4Minimum Condensation

Resistance Factor 1.4.4Resistance to Forced Entry 1.4.4Standard Airblast Test

SD-10 Operation and Maintenance Data

2.1 G POWindows

08 71 00 SD-02 Shop Drawings

1.3 G POManufacturer's Detail Drawings

1.3 G POVerification of Existing Conditions

1.5 G POHardware Schedule

2.3.10 G POKeying/Coring System

SD-03 Product Data

2.3 G POHardware Items

SD-08 Manufacturer’s Instructions

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TITLE AND LOCATION CONTRACTOR

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08 71 00 3.1Installation SD-10 Operation and Maintenance Data

1.5 G POHardware Schedule

SD-11 Closeout Submittals

1.6.1Key Bitting 08 81 00 SD-02 Shop Drawings

3.3.1Installation SD-03 Product Data

1.6.1Insulating Glass 2.3Plastic Glazing 1.3Glazing Accessories

SD-04 Samples 1.6.1Insulating Glass 3.2.7Plastic Sheet 2.4.2Glazing Compound 2.4.5Tape 2.4.3.1Sealant

SD-07 Certificates 1.6.1Insulating Glass 2.3Plastic Glazing

SD-08 Manufacturer’s Instructions 2.4Setting and Sealing Materials 3.2Glass Setting

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